首页> 外文期刊>Geodetski Vestnik >TRANSFORMATION OF DISTORTED GEODETIC NETWORKS TO NEW COORDINATE REFERENCE SYSTEMS : A CASE STUDY FOR ED50-ITRFXX TRANSFORMATION IN TURKEY
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TRANSFORMATION OF DISTORTED GEODETIC NETWORKS TO NEW COORDINATE REFERENCE SYSTEMS : A CASE STUDY FOR ED50-ITRFXX TRANSFORMATION IN TURKEY

机译:畸变大地网络转换为新的坐标参考系统:以土耳其ED50-ITRFXX转换为例

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The transformations between ITRFXX (International Terrestrial Reference Frame) established for local and regional geodetic networks and ED50 (European Datum 1950) are routinely implemented in practice via several transformation models. In some specific cases, these models, which are widely used in practice, may be insufficient to solve the transformation problem, and thus this causes a significant loss of accuracy for the transformed points coordinates. In this study, firstly the polynomial transformations with general equations (GP) and complex numbers (CNP) were examined as alternative to well-known transformation models for modelling the distortions. In addition, transformation models based on radial basis functions (RBFs), a modern method for estimating multivariable functions, have been examined. The transformation problem has been addressed in two numerical case studies, with real data located in different regions of Turkey.
机译:在实践中,通常通过几种转换模型来例行实现为本地和区域大地测量网络建立的ITRFXX(国际陆地参考框架)与ED50(欧洲基准面1950)之间的转换。在某些特定情况下,这些在实践中广泛使用的模型可能不足以解决变换问题,因此,这将导致变换后的点坐标的准确性大大降低。在这项研究中,首先研究了具有通用方程式(GP)和复数(CNP)的多项式变换,以替代众所周知的用于建模失真的变换模型。此外,还研究了基于径向基函数(RBF)的变换模型,该模型是一种用于估计多变量函数的现代方法。在两个数字案例研究中已经解决了转换问题,实际数据位于土耳其的不同地区。

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